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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC NEAR GOURI SHANKAR MANDIR BISHRAMPUR DISTT SURAJPUR C G DIST SURAJPUR C G 497226 | BISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Technically Rejected | |
| 3 | Rejected-Technical C O DHRUV NATH GIRI SHANTINAGAR SHIVNANDANPUR BISHRAMPUR CHHATTISGARH 497226 | BISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | - | Rejected-Technical Technically Rejected |
Tender Value
₹27.4 L
EMD Value
₹34,400
Closing Date
21 Apr 2025, 5:00 pmClosed
SO (Civil) SECL Baikunthpur Area
SO (Civil) SECL Baikunthpur Area
Providing a temporary cycle shed for Pandavpara mines at Jhilimili Sub Area of Baikunthpur Area
2025_SECL_333890_1
SECL /BKP/ DGM(C) / e-T / 02
Open Tender
Civil Works - Others
Item Rate
90 days
Jhilimili
Please refer Tender documents.
3 documents required · 3 mandatory
₹34,400
6 Jun 2025
10 Apr 2025
23 Apr 2025
11 Apr 2025
21 Apr 2025
11 Apr 2025
10 Apr 2025 - 14 Apr 2025
Amount
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Brick work with Fly ash bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Total impact of GST for the purpose of CTC
B. D. ENTERPRISES (BID ID -1149802)
SHRI SHYAM TRADERS (BID ID -1149537)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_346109.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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